Summary for Test 2022-07-26-47-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993623 DEA: 022J3704 EFIS: 0221000071 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-50.5/56.5,93.5/99.3 |
| Award Date | 04/29/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | ASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA. |
| Location Description | SHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2022) |
Sample Information
| Sample Taken Date | 07/26/2022 | Sample Unique Key | 47 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/22/2022 |
| Sample type | Acceptance | A brief description of the sample | for chip seal acceptance |
| The quantity of what the sample constitutes | 1 can of Asphalt Rubber Binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | DeLeon |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Albina and American Pavement Systems | Transportation Laboratory (TL) Number | 866058 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-26-47
DIME Test ID: 2022-07-26-47-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2022-09-20
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/20/2022
Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): 4 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F3): 69 mm
Ball Penetration (P3): 3 mm
Resilience 1: 34 %
Resilience 2: 34 %
Resilience 3: 34 %
Average Resilience: 34 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2022 ✔